+37.36333, -121.89667
37°21'48" N, 121°53'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:10TH STREET over U.S. HIGHWAY 101
Structure number:37 0118
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:140.1 ft. [42.7 m]
Total length:394.0 ft. [120.1 m]
Roadway width between curbs:54.1 ft. [16.5 m]
Deck width edge-to-edge:65.9 ft. [20.1 m]
Vertical clearance below bridge:18.0 ft. [5.5 m]
Skew angle:37°
Owner:State Highway Agency [01]
Year built:1993
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:4
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: February 2015 

Status:Open, no restriction [A]
Average daily traffic:16,600 [as of 1998]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:74.9
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$3,996,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201574.9Functionally obsoleteGoodGoodGood16600
March 201374.9Functionally obsoleteGoodGoodGood16600
March 201171.8Structurally deficientPoorSatisfactoryGood16600
March 200971.8Structurally deficientPoorSatisfactoryGood16600
March 200769.8Structurally deficientSeriousVery GoodGood16600
March 200574.9Functionally obsoleteFairVery GoodGood16600
March 200376.0Functionally obsoleteFairVery GoodGood8000
March 200178.0Not deficientFairVery GoodGood8000
August 199978.0Not deficientFairVery GoodGood8000
July 199878.0Not deficientFairVery GoodGood8000
May 199581.3Not deficientExcellentExcellentExcellent8000
June 199481.3Not deficient---8000
December 198990.0Not deficientVery GoodGoodVery Good-